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Home My WebLink AboutWindows - single hung F=lorida Building Code Online Page 1 of 4 ",-�row"-, BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FSC Staff BCIS Site Map Links Search _ Product Approval b-r USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail ttS FL# FL17499-R3 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717)365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/15/2018 Date Validated 01/15/2018 Date Pending FBC Approval Date Approved 01/21/2018 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtCUGgvj Qiz6BPhSO... 6/19/2018 Florida Building Code Online Page 2 of 4 Summary of Products FL# Model,Number or Name Description 17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows- 185 SH (Fin)Impact Approved for use outside HVHZ:Yes (4).pdf Impact Resistant:Yes FL17499 R3 C CAC MI Windows- 185 SH(Fin)Impact(5) Design Pressure: +55/-55 Done.pdf Other: R-PG55*,Missile Level D,Wind Zone 3. Glass to be FL17499 R3 C CAC MI Windows- 185 SH(Flange)Impact bedded in Pecora 896 sealant. (3).pdf FL17499 R3 C CAC MI Windows- 185 SH (Flange)Impact (4).odf _.. Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 II 08-02545B.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513321B-3.pdf Created by Independent Third Party: Yes 17499.2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(13361)E1726.01-109-47-R0 185 Approved for use outside HVHZ: Yes SH(FLG waiver).odf Impact Resistant: No FL17499 R3 C CAC MI Windows- 185 SH (Fin)(11).odf Design Pressure: +60/-60 FL17499 R3 C CAC MI Windows- 185 SH (Fin)(12).pdf Other: R-PG60 FL17499 R3 C CAC MI Windows- 185 SH (Flange) (10 .pd-f Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R3 II 08-02549B.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R3 AE 513327B-4.pdf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(13363)E1729.01-109-47-RO 185 Approved for use outside HVHZ: Yes SH(FLG waiver).2df Impact Resistant: No FL17499 R3 C CAC MI Windows- 185 SH(Fin)(13).)d Design Pressure: +60/-60 FL17499 R3 C CAC MI Windows- 185 SH(Fin)(14).pdf Other: R-PG60` FL17499 R3 C CAC MI Windows- 185 SH(Flange) 11 df Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 II 08-02550B.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R3 AE 513328B-5.pdf Created by Independent Third Party: Yes 17499.4 185 SH 36x71 Fin, Finless, Flange Frame IG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC A-PC H-0462.01-109-47-RO 185 SH Approved for use outside HVHZ:Yes (042522).Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: 1 60/ 67 04/25/2022 Other: R-PG60' Installation Instructions FL17499 R3 II 08-03163.pdf Verified By: Luis R. Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R3 AE 514082.odf Created by Independent Third Party: Yes 17499.5 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows- 185 SH(Fin) Impact Approved for use outside HVHZ:Yes (2)-ndf Impact Resistant: Yes FL17499 R3 C CAC MI Windows- 185 SH(Fin)Impact https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtCUGgvj Qiz6BPhS 0... 6/19/2018 Florida Building Code Online Page 3 of 4 Design Pressure: +55/-55 (3 Other:R-PG55,Missile Level D,Wind Zone 3.Glass to be FL17499 R3 C CAC MI Windows- 185 SH(Flanne)Impact bedded in Pecora 896 sealant. (2). df FL17499 R3 C CAC MI Windows- 185 SH(Flange)Impact (5).pdf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R3 II 08-02544B-1.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R3 AE 513320B-1 Ddf Created by Independent Third Party:Yes 17499.6 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(13362)E172 01-109-47-RO 185 Approved for use outside HVHZ:Yes SH(FLG waiver)5-8IG 1-8A 52 1-8X84 R60(100918)pdf Impact Resistant: No FL17499 R3 C CAC MI Windows- 185 SH(Fin)(10)udf Design Pressure: +60/-60 FL17499 R3 C CAC MI Windows 185 SH(Fin)(9)Ddf Other: R-PG60 FL17499 R3 C CAC MI Windows- 185 SH(Flange)(9)udf Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R3 II 08-02546B-2 pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R3 AE 513322B-2.pd Created by Independent Third Party:Yes 17499.7 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 R3 C CAC MI Windows- 185 SH Triol (Fin) Approved for use outside HVHZ:Yes (3).odf Impact Resistant: No FL17499 R3 C CAC MI Windows- 185 SH Triple(Fin) Design Pressure: +50/ 5U (4);pdf Other: R-PG50W FL17499 R3 C CAC MI Windows- 185 SH Triple(Hance) (3).Ddf FL17499 R3 C CAC MI Windows- 185 SH Triple(Flange) (4).Ddf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-025488 Ddt Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133246-6 pdf Created by Independent Third Party: Yes 17499.8 1185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Window - 185 SH Twin(Fin) Approved for use outside HVHZ:Yes (3).odf Impact Resistant: No FL17499 R3 C CAC MI Windows- 185 SH Twin(Fin) Design Pressure: +45/-45 (4). df Other: R-PG45 FL17499 R3 C CAC MI Windows- 185 SH Twin(Flange) (3).Ddf FL17499 R3 C CAC MI Windows - 185 SH Twin(Flange) (4).odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-02547B-7 odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513323B-7 pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road Tallahassee n 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtCUGgvj Qiz6BPhSO... 6/19/2018 Florida Building Code Online Page 4 of 4 Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not send electronicmail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here_ Product Approval Accepts: MM RE ® a:txck Credit Card Safe https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BPhSO... 6/19/2018 A Ar REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING h CHARTS 07/11/16 R.L. B REVISED GLAZING 09/29/77 R.L.. NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17• FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19• MANU A TANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR FACTUURR ER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MANU SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD: MINIMUM SPECIFIC GRAVITY OF C COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF NGTH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18CA (.048") FY=33KSI/FU=52KSI OR PROVIDED. ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 9 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4° MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED: 10/02/2017 M sSoDOWS MA D EDOOR E,T LLC \```\\S�R 1 tL o��iWEST ,/i GRATZ, PA 17030-0370 --lv• GEN3 -9s+�� SERIES 185 ALUMINUM SINGLE HUNG WINDOWk• 0 5 *= 52"x72" IMPACT — TABLE OF CONTENTS NOTES SME OF SHEET NO. DESCRIPTION DRAWN: DWG NO. REV NOTES 1 2 ' 3 ELEVATIONS s -TE 12/09/14 08-02544 OF 9 B ,,,,s�/111111111� cALE NTS �\\\` 5 - 8 INSTALLATION DETAILS L.ROBERTO LOWS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 9 COMPONENTS & GLASS DETAILS 434-688-0609 filmas@1dwraspe.can REVISIONS REV DESCRIPTION DATE APPROWD 52" MAX FRAME WIDTH 52" MAX FRAME WIDTH A REVISED ANCHOR SPACING 8c CHARTS 07/11/16 R.L. 2" MAX 16" MAX O.C. 2" MAX 2" MAX 16" MAX O.C. 2" MAX B REVISED GLAZING 09/29/17 R.L. 2' / CHART#1 Number of anchor locations required Frame Frame Width(in) Height 1&00 24.00 30.00 36.00 42.00 48.00 52.00 16" 16" (in) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head I Jamb Head I Jamb MAX O / MAX / 24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 D.C. D.C. 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 72" 72" 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 MAX MAX 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 FRAME FRAME 46.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 HEIGHT / HEIGHT 54.00 z 5 3 5 3 5 3 5 a 5 4 5 a 5 80.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 6 3 6 3 6 3 6 4 6 4 6 4 6 X 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE&FINLESS INSTALLATION FLANGE&FINLESS INSTALLATION SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING +55.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 SIGNED: 10/02/2017 NOTES: MI WINDOWS AND DOORS, LLC \��`�(IIIIIr/�� 1. MAXIMUM SASH SIZE: 51" X 36". 650 WEST MARKET STREET \��\�5 R. Lp�i�� 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". GRATZ, PA 17030-0370 •��GENS�9s�% 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2". SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*�• �70 95 Tt= 52"xL IMPACT FLANGE & FINLESS ELEVATIONSpO•• TAT OF•�\ DRAWN-. DWC N0. REV //� <0R1pPI- N.G. 08-02544 B %mss&• l�G�� SCALE NTS °q1E 12/09/14 SHEET OF g � ��NAI(E�� HARDWARE SCHEDULE . TO (2)METAL SWEEP LOCK AT 8"FROM EACH END INTERIOR RAIL L.ROBER7432 WOODFORD RD LEWISEWISLOMSP.EVILLE.NG 27023 MSEE Luis R. Lomas P.E. FL No.: 62514 (2)BLOCK AND TACKLE BALANCE AT JAMBS 434-688-0609 nl—CWIHo a-,, . n REVISIONS APPROVED 52" MAX FRAME WIDTH 52" MAX FRAME WIDTH REV DESCRIPTxNI DATE A REVISED ANCHOR SPACING do CHARTS 07/11/16 R.L. 2" MAX MAXOO.C. 2" MAX 2" MAX rTMAXO-C.02,. MAX B REVISED GLAZING 09/29/17 R.E. F / 2,. CHART#2 Number of anchor locations required Frame Frame Width(in) 10" MAX O / 10" MAX O Height 18.00 24.00 30.00 3&00 1 4200 48.00 52.00 O.C. O.C. / (in) H&S Jamb H&S Jamb H&S Jamb H&S Jamb H 6 S Jamb H&S Jamb H 6 S Jamb 72 72" 24.00 3 3 3 3 4 3 5 3 5 3 8 3 8 3 MAX MAX 30.00 3 4 3 4 4 4 5 4 5 4 8 4 8 4 FRAME FRAME 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4 HEIGHT HEIGHT 4200 3 5 3 5 4 5 5 5 5 5 6 5 6 5 48.00 3 8 3 6 4 6 5 6 5 6 6 6 8 6 51.00 3 8 38 4 6 5 8 5 8 6 8 8 6 60.00 1 3 1 7 3 74 7 5 7 5 7 6 7 6 7 66.00 3 8 3 8 4 8 5 8 5 8 6 8 6 8 72.00 1 3 1 8 1 3 1 8 1 4 1 8 5 8 1 5 1 8 6 1 8 1 8 8 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING ±55.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 SIGNED:10/02/2017 OWS AND NOTEMAXIMUM SASH SIZE: 51" X 36". MI 650DW ST MARKET STREET EST LLC \`\ ft. Lo�llz� 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". GRATZ, PA 17030-0370 r•��GENAp .9�1�i� 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2". SERIES 185 ALUMINUM SINGLE HUNG WINDOW +*- 0 5 *= 52"x72" IMPACT FIN ELEVATIONS -A STATE OF DRAWN: DWG N0. REV i�'c••'c(ORIOP SCALE NTS DATE 12/09/14 08-02544 OF 9 B /,' �NA041*1�\ HARDWARE SCHEDULE LQUASPE .1(2)METAL SWEEP LOCK AT 8"FROM EACH END INTERIOR MEETING RAIL L.ROBERT LEMSVI LE, LUIS R. Lomas P.E. 1032 ttrOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 2 BLOCK AND TACKLE BALANCE AT JAMBS s34-688-0609 rf1=asC9D1r1 maspe,c 1/2- MIN REVISIONS EDGE DISTANCE � } 1/2" MIN REV DESCRIPTION DATE APPROVED METAL I I EDGE DISTANCE WOOD FRAMING STRUCTURE A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. OR 2X BUCK BY OTHERS 1/4" MAX. 8 REVISED GLAZING 09/29/17 R.L. BY OTHERS 1 1/4" MIN. SHIM SPACE EMBEDMENT 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE APPROVED BACKER ROD 1/4" MAX. SEALANT 1/2" & APPROVED SHIM SPACE MIN SEALANT EDGE INTERIOR DISTANCE /{10 WOOD SCREW #10 SMS OR SELF DRILLING SCREW X10 WOOD SCREW INTERIOR INTERIOR WOOD FRAMING EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE EXTERIOR \ EXTERIOR > X10 SMS OR INTERIOR SELF DRILLING SCREWS SILL TO BE SET 1 SILL TO BE SET IN A BED OF MIN. APPROVED IN A BED OF STRUCTURAL EDGE APPROVED DISTANCE STRUCTURAL BACKER ROD SEALANT BACKER ROD SEALANT & APPROVED EXTERIOR & APPROVED SEALANT 1/4" MAX. METAL SEALANT 1/4" MAX. SHIM SPACE STRUCTURE BACKER ROD SHIM SPACE METAL BY OTHERS SEALANT WOOD FRAMING T BYOTHERSJAMB INSTALLATION DETAIL OR 2X BUCK METAL STRUCTURE INSTALLA TION SIGNED: 10/02/2017 BY OTHERS VERTICAL CROSS SECTION MI WINDOWS AND DOORS, LLC \�1111111I1I1�� METAL STRUCTURE INSTALLATION 6GRAZ,SPA 17030 503707 �\J\S�CEMSF's�% VERTICAL CROSS SECTION _ WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW *+ 0, 6 rt_, 52"xTAL IMPACT _o' S E � FLANGE INSTALLATION DETAILS -04, OOJ••b`TAT OF+�` NOTES: DRAWN: DING NO. R ��'OF•;�(ORI'D•�� 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, N.G. 08-02544 B sts 2.PERINOTSHOMETER ER ANDJOIINTSEALANTBYOTHERSTOBE SCALE FOR CLARITY. NTS DATE 12/09/14 SHEET OF 9 /iij/iNAiIE\\�� DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOAIAS PE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514 434-686-0609 rllomas@trlomaspe.can 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY 73/16" A REVISED ANCHOR SPACING do CHARTS 07/11/16 R.L. BY OTHERS " c . • 8 REVISED GLAZING 09/29/17 R.L. OPTIONAL IX BUCK ° ' • 14 ° 1 1/4" MIN. SEE NOTES 3 — 7 EMBEDMENT 1 1/4" MIN. 1/4" MAX. SHEET 1 � EMBEDMENT SHIM SPACE CONCRETE/MASONRY BY OTHERS BACKER ROD e & APPROVED a SEALANT 3/16" TAPCON .° INTERIOR a • INTERIOR 2IN. MIN. ' EDGE a DISTANCE EXTERIOR EXTERIOR FSEALANT OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION SILL TO BE SET IN A BED OF BACKER ROD APPROVED NOTES: & APPROVED STRUCTURAL 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SEALANT SEALANT NOT SHOWN FOR CLARITY. AD, / 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCK 1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 10/02/2017 SEE NOTE 3 — 7 SHIM SPACE SHEET 1 —� MI650WINDOWS MA D MALLC `\`\`\S1R IIC0WEST moi CONCRETE/MASONRY GRATZ, PA 17030-0370 r••�CENy+':9�+�i� BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW S*M- TAT 6 a• • 52"x72" IMPACT ' • C FLANGE INSTALLATION DETAILS p e 0 OF ;t` a i -- DRAWN: OWG NO. REV %�'��'O(pR►OP;6� �\ VERTICAL CROSS SECTION SCALE NTS DATE 12/09/14 08 e SHEETS OF 9 ///Oill NAlI\\\\\� CONCRETEIMASONRY INSTALLATION L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEMSVILLE,NC 27023 FL No.: 62514 434-688-0609 flmaspld naspe.o 1/2" MIN REVr"S 1/2" MIN EDGE DISTANCE aoEsN aerE AvvaovED EDGE DISTANCE METAL A SPACING L. REVISED ANCHOR SPACING & CHARTS 07/11/16 R. WOOD FRAMING STRUCTURE A OR 2X BUCK BY OTHERS 1/4" MAX. B REVISED GLAZING 09/29/17 R.L. BY OTHERS SHIM SPACE 1 1/4" MIN. 1/4" MAX. >i< EMBEDMENT SHIM SPACE APPROVED L BACKER RODSEALANT & APPROVED 1/4" MAX. 1/2„ SEALANT —IVSHIM SPACE MIN EDGE INTERIOR DISTANCE #10 WOOD SCREW INTERIOR #10 SMS OR 110 WOOD INTERIOR SELF DRILLING SCREW SCREW WOOD FRAMING EXTERIOR �} OR 2X BUCK BACKER ROD Ilu JJ BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR 1/4" MAX. SHIM SPACE EXTERIOR �!10 SMS OR SELF DRILLING INTERIOR SCREWS SILL TO BE SET 1/2 SILL TO BE SET IN A BED OF MIN. Irm IN A BED OF APPROVED EDGE APPROVED STRUCTURAL DISTANCE STRUCTURAL BACKER ROD SEALANT I EXTERIOR BACKER ROD SEALANT & APPROVED & APPROVED SEALANT BACKER ROD 1 4 MAX. 1/4" MAX. METAL & APPROVED SEALANT —�SHIM"SPACE SHIM SPACE STRUCTURE SEALANT JAMB INSTALLATION DETAIL ME WOOD FRAMING —� STRUCTURE METAL STRUCTURE INSTALLATION SIGNED:10/02/2017 0�v OR 2X BUCK BY OTHERS BY OTHERS MI WIN650DWEST MARKETOWS AND DOOREET LLC11C/0 /z��// GRATZ, PA 17030-0370 `��,,•��CEN,p�.9Si� VERTICAL CROSS SECTION VERTICAL CROSS SECTION SERIES 185 ALUMINUM SINGLE HUNG WINDOW *' 0 WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTUREINSTALLAT/ON 52"x72' IMPACT =�Te 7 FINLESS INSTALLATION DETAILS NOTES: DRAWN: DWG NO. REV �'c••'c�OR10P• I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, �� ••''• G NOTS2. ME EFOR CLARITY.OINTSEALANT BYOTHERS TOBE SCALE NTS DATE 12/09/14 08 EE64 OF 9 B �Sj0NA�0?\\`\ DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 nlpnasCd)lrl maspe.c REVISIONS 2 1/2" MIN. REV DESCRIPTION DATE I APPROVED EDGE DISTANCE A REVISED ANCHOR SPACING do CHARTS 07/11/16 R.L. CONCRETE/MASONRY B REVISED GLAZING 09/29/17 R.L. BY OTHERS a- ' a ° ° a OPTIONAL 1X BUCK ° e ° EMBE" MINENT 1 1/4" MIN. SEE NOTES 3 — 7 EMBEDMENT SHEET 1 + I CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 1/4" MAX. c SHEET 1 BACKER ROD SHIM SPACE & APPROVED SEALANT 3/16" TAPCON °� 1/4" MAX. 3/16" TAPCON SHIM SPACE INTERIOR ° INTERIOR 2 1/2" < MIN. v ° EDGE DISTANCE EXTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL SILL TO BE SET CONCRETEWSONRY INSTALLATION IN A BED OF BACKER ROD APPROVED NOTES: & APPROVED STRUCTURAL 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SEALANT SEALANT NOT SHOWN FOR CLARITY. OPTIONAL 1X BUCK r 1/4" MAX. DESIGNED IN ACCORDANCE W2 PERIMETER AND JOINT ITH ASTM E211NT By 2 BE SEE NOTE 3 — 7 L SHIM SPACE SIGNED:10/02/2017 SHEET 1 MI 6soDOWS WEST AND D EDOOREET LLC ``\\`\S R I+LI0 /z CONCRETE/MASONRY ° e GRATZ, PA 17030-0370 •°\CENs .,p BY OTHERS n ° ` • V F SERIES 185 ALUMINUM SINGLE HUNG WINDOW *•"TA R °a. a ° 52"xTAL IMPACT �FINLESS INSTALLATION DETAILS �� F G DRAWN: DWG N0. REV P'•° \ N.G. 08-02544 B / S OR,O VERTICAL CROSS SECTION SCALE DATE SHEET /Zi77j0NAl1�� CONCRETE/MASCNRYINSTALLATICN NTS 12/09/14 7 OF 9 L.ROBERTO LOWS PE. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 62514 034-688-0609 r0mas@Idmaspe.mn Ar REVISIONS APPROVED — 1 1/4" MIN. REV DESCRIPTION DATE APPROVED SEALANT EMBEDMENT WOOD A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. BEHIND FIN FRAMING 8 REVISED GLAZING 09/29/17 R.L. BY OTHERS 1/4" MAX. SHIM SPACE 7/16" MIN EDGE DISTANCE #8 WOOD SCREW WOOD FRAMING � 1/4" MAX BY OTHERS SHIM SPACE #8 WOOD SCREW INTERIOR 1 1/4- INTERIOR MIN. J� EMBEDMENT Illfr'I T APPROVED SEALANT BEHIND FIN EXTERIOR 7/16" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION #8 WOOD SCREW NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 1/4" MAX NOT SHOWN FOR CLARITY. SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 —r SIGNED: 10/02/2017 7/16" MIN EDGE DISTANCEf�:A7<' MI 650DOWS WEST IRAN D MARKET ET LLC \\\\\\S R.IL0111 ' GRATZ, PA 17030-0370 �\ O'' CENT 9 APPROVED WOOD `�.�\ 8�•,cP SEALANT FRAMING SERIES 185 ALUMINUM SINGLE HUNG WINDOW BEHIND FIN 1 1/4" MIN. BY OTHERS _k• 0 1t= EMBEDMENT 52"x72" IMPACT _o FIN INSTALLATION DETAILS � DRAWN: DWG NO. VERTICAL CROSS SECTION �.e'. p � REV I� WOOD FRAMING OR 2X BUCK INSTALLATION N.G. 08-02544 B SCALE NTS °ATE 12/09/14 SHEET OF 9 ///0111111��\\\ L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 62514 434-688-0609 rllomas@IAwnaspe.c REVISIONS 2 3/16" 1 7/8 1 3/8f-_ REV DESCRIPTION DATE APPROVED 2 3/16 +{ A REVISED ANCHOR SPACING do CHARTS 07/11/16 R.L. 8 REVISED GLAZING 09/29/17 R.L. 13/16" 2 3/16" ( � 2 3/16" —H I1 5/16"" U � ] FLANGE FRAME HEAD FINLESS FRAME HEAD s/a" FLANGE FRAME JAMB FINLESS FRAME JAMB CM-18501 CM-18503 CM-18553 CM-18513 1/8" ANN. 1/8" ANN. ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK 2 5/16" 2 5/16" 2 5/16" 1/8" ANN. I I .090 PVB BY KURARAY METAL REINFORCED BUTYL SPACER INTERIOR 2 3/16" EXTERIOR 3 3/8" 2 13/lE- 3 3/4" 1/2" BITE BLOCK F I CM 18509 CM-ME SILICONE 2 5/16" SEALANT SETTING FLANGE FRAME SILL FINLESS FRAME SILL GLAZING DETAIL CM-18502 CM-18554 FIN FRAME SILL FIN FRA ALUMINUM 6063-x5.055"THICK ALUMINUM 6063-T5.055"THICK HEAD ME ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.050"THICK 1 7/16" —{ 1 5/8" � -- 1 1/8" 2 3/8" 2 5/16" 2 3/16" 1 3/4" 2" 1 L J_ LOCK RAIL/STILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB CM-l8505 CM-18555 CM-18504 CM-18510 ALUMINUM 6063-T5.062"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.050'THICK 3/8•• SIGNED: 1010212017 �— MI WINDOWS WEST Mn D MARKET E,7 LLC ``\�\�1R I lC/oAV i/ 1" 15/16" GRATZ, PA 17030-0370 •��CEN,p 'si�ii T SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*• o GLAZ/NGBEAD SASH STILE 52"x72" IMPACT a � �� COMPONENTS ��D• TAT CM-18535 CM-18507 i �� RIGID PVC.O50"THICK ALUMINUM 6063-T5.050'TH/CK DRAWN: OWG NO. REV %�'cFOF pR10P G� \� E OS SHEET 44 8 SCA NTS DATE 12/09/14 9 OF 9 L.ROBERTO LOVAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 dlmasplrfmaspe.c